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I40' W-1/4 CORNER, SECTION 4 CAPLIN MCGIFF ENTERPRISES INC. TRACT No . 2538
<br /> I I
<br /> FOUND SAN JOAQUIN COUNTY BOLT AND WASHER SAN JOAQUIN COUNTY N ���� 93 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 1 IN MONUMENT WELL, PER (R-5)
<br /> SEC.5 I SEC.4 C.O.S. MON. 1 N-9 CITY LIMIT LINE
<br /> -- , -- _ __ __ _ _ _- N89 08 51 W 2521.45 BNDY. [2521.42 (R-4)] BOUN CITY LIMIT LINE FAIRWAYGREENS
<br /> O 43.76 `112.29 ` -- --- _ DARY LINE AND 1/4 SECTION LINE
<br /> 55.91 50.15 50.00 _ 50.00 50.00' 50.00' 50.00' 50.00' 50.00' S `
<br /> 0.00 , _ -
<br /> 50.00 50.00 `
<br /> �, w CITY OF STOCKTON _-50.00 50.00 50.00 BEING A SUBDIVISION OF PARCELS 1 AND 2
<br /> N �° 124 125 �, 126 w w w w w w wiv
<br /> �. o _ o � - E- ':" _ _ - G W w p w w AS FILED IN BOOK 22 OF PARCEL MAPS AT
<br /> I / 9 0D a, o0 00 0 00 00' - o, _ rn _ rn _ o _ w w w 140 1
<br /> o _ 127 0 128 _ 129 _ 130 0 o 0 0 _ �, 1 r F
<br /> N0 131 132 o Q 133 134 T 135 N1� 0136 137 w�
<br /> �° 138 �'
<br /> o .� o o cD a, r� o ,n o rn o o n co �r _ o ,:,-j m o
<br /> _ PAGE 62 SAN JOAQUIN COUNTY RECORDS
<br /> 40 Ln
<br /> 42 - 123 0 �. mss° o Z o o o o �, o - co IN - - 139
<br /> 00 \�� Z ��`� � �' '� I� "1� ^ �' " o SITUATE IN SECTION 4 T.2N. R.6E. M.D.M.
<br /> I oo S it it rn.-� z z z z z z z o z ern Nl' o ul 2� "' o F� co
<br /> CD p o. ��, 4 it n it z o o z o 0 0 .- F� o ,n
<br /> i °Doo AGF /_ 38 j� �Q J - - - 10' PUE CD zl z � z z = o ff o I f f
<br /> z [�3, 2 -- - - - -- - - - -,-- - - --,- -_ - - - ;_ a a A=02°47'58"` -"r a 10' PUE a=o�12'01" a' CITY O F STOCKTON
<br /> '3504$0, / a5 4z 41, 30.43 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 18.64
<br /> N23°z8,�� �'36ry N18°50'S2"{y i N N89°08'51"W 449.07' _ L=50.08' _ 1=3.41'
<br /> ' SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 6.12� w R h� o _ 95.74) _ _L - - _ - N89°08'S_1"W 544.81' M-M N 1025' A=0504'00" L=90.64 41.00 50.20'
<br /> _ _ N84004'51 46.78' L
<br /> Q- _ _ o R�1000 Q=05°04'00"N W 137.98' AUGUST, 2002
<br /> � M 4b332.23� p' � 14 N _ _ _ _ o N84°04'51" � NOTES'
<br /> I °°46's,» ° , " GREEN RIDGE DRIVE i5 N L=ss.43 M-M- -- _ w X37.98 M_M N '
<br /> 0 122 n N89 08 51 W 503.47 - - �__Uo_ _ 1) ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> R=975' A=05°04'00" L=86.22'16 17 _ 2 A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG
<br /> oO W.L.E. I I - - - 86.21 - 59.02' 50.00' 50.00' 50.00' 50.00' 50.00' SO.OJ' -50.00' A=02°27'16 N84°04'5 " @ c )
<br /> 10' .L.E. - ? 125' 19.14' " -'c- - - - - - - - - - - - - - - -- - - -- - - - - - A=- 2°3644 - -- 1 W 137.98' <v
<br /> -�----- --- N43°27'00 E -x--10 PUE L=41.77 5020' , - ALL STREETS (EXCEPT WHISTLER WAY & DAVIS ROAD) AS SHOWN ON THIS MAP.
<br /> I I SEE `� "' N L=44.45 �` _` 51,_60
<br /> �, N86°02'51"E 93.93' ;��cr.o w w w w � r ,,- J0'51_ 3) SETA 5' WITNESS CORNER , ON LOT LINE PROJECTION FOR
<br /> �, I LO 26 NOTE 8 o rn o o °' ' r o w w °' w �; 10 PUE LOT CORNERS FACING A ROADWAY. (CHISELED "+" IN CONCRETE SIDEWALK).
<br /> ' Cr) I o o rno rno rn � - rn - w
<br /> R=90 - o - . 29 " 0 30 0 31 32 Q o n o 1 w I_ w w m t )
<br /> ' 121 p=10°17,59" i 100.00' 27 0 28 �, o 0 0 o � o 0 0 33 �, 6 34 0 0 35 N p o o -
<br /> 25-� 6' b 1p 0 36 �' a' 0 4) EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO
<br /> Q I - N86°02'51"E o 0 0 0 �, F� .- o b o 60 -- o o r� p
<br /> n L=16.18 z z o 0 0 0 0 'r' o I"'o ,1=, 0 7 ;n o 38 b 39 PROVIDE PROPER DRAINAGE WITHOUT CAUSING PONDING, SOIL EROSION OR
<br /> GZ+' 9.56 , z o
<br /> ;n 'o ° z z 10 o o o Z DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> N N86°02'51"E 100.00' I -Doll a o I z z
<br /> E�+ DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> I- W �I �' Z 50.61' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.01' 50.18' �� �`� 5) THIS MAP REFERS TO APPROVED TENTATNE MAP TM 14-98. '
<br /> C:) I I N89°08'51"W 92.86' N89°08'51"W ° " ° " r h
<br /> 126.04 °
<br /> I 50.
<br /> A I 120 100.00 " N89 08 51 W 81.71 N89 08 51 W 81.82 N88 07 21 W N84 20 06 W 18 39.98' ' `� 6
<br /> o " I - 2'51 E ° N84 2 �, ) ALL REFERENCES ARE TO SAN JOAQUIN COUNTY
<br /> 0 1 � N86°0 bo y ° „ 60.04 0 O6 W 80.30' o
<br /> N86°02 51 E �, �, 4 N89 08 51 W '�
<br /> RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 0 100.00' I o Z+I z -ol '
<br /> N� o orn ' 17 ^ ti ^ W0 18.18 40 7
<br /> I z ) DIRECT PEDESTRIAN AND VEHICULAR THRU TRAFFIC ALONG THE
<br /> 0 119 I �� "'1 18 16 � 11 % - 10 ti �' W WESTERLY LINE OF LOTS 114 THRU 123 TO AND FROM DAMS ROAD
<br /> o I 0.00' -r- /- o �
<br /> J o , 1 10 ,t, =ry z r? °,� 9 N AND THE SOUTHERLY UNE OF LOTS 99 THRU 114 AND LOTS 196 AND
<br /> '4 N86°02'51"E 1 3 ° �' �ti 197 TO AND FROM WHISTLER WAY IS PROHIBITED AND SHOWN AS THUS
<br /> N86°02 51 E o z A_47°36'20" A=47°53'38" 10' PUE L=40.60' 10' PUE
<br /> 100.00' z�I�o z of 23 ¢ L=39.05' , 39 29 = A=48045'33" _- " z _ _ 8) BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE
<br /> l0 1,o, I N) 0 A 48°0907" L=40.00' =4 ° 9'1ZJ
<br /> `-�I , bo uj Q loo W P) � fir`-' 10' PUE "' N X526" =25$°43'00 L-39.50' ��' A7p°4 ° d_49°28'29 RESTRICTED IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION
<br /> ' r., O 118 ,�, A-+I z I , r,r d, 1 pg ,W R / A l� \ 10� g°�.�Rl 29"yy / A=258 43 00 l L=40.58' DESIGN STANDARDS DRAWING NO. 6 CONFIGURATION. FURTHER THE
<br /> Z I J I ; I 100.00 rYi 5)°1g, 'g3 ;� E+ �i 3�'3 w - HOZ S (R .� �` \ 53"E R ,�, ,
<br /> I o N86°02'51"E I n I N86°02'51"E00
<br /> 4�(��� ii R'-+ �or'�� � oo ° „4� i°i `�j� NI�p1 �g� o _N 41 DEVELOPER OF THE SUBDIVISION SHALL SELECT THE STREETS
<br /> to x 19 03-- 12 '� A=57044'08" r-A-55 24 50 L=45.46 �` o Fo �'� ` 101' cv
<br /> o, c 11 E-� ABUTTING THE CORNER LOTS UPON WHICH ACCESS IS TO BE PROVIDED
<br /> CO j ai 100.00 �(� I - �� of o o N51°34'47"E RR I �, o o I L=47.36 15 a 12 10' PUE-,,� "'Og "'�, A=55°34'49" 0 AND ACCESS IS HEREBY RESTRICTED ON ALL OTHER FRONTAGES.
<br /> r. r ° N o 22 d r~ ' y o orn o (� o r� N-, I L=45.59' 8
<br /> zo 0 1176=04 06 50 I M p d- u e rr ��"�r"� rn d- 7 0� z
<br /> �;M N49 42 13 W R z N53°53'42"QR I o r,,�, ,,�, 9 SEE SHEET 2 FOR LOT AREAS.
<br /> co 16,,r, LO A=06°39 19 L=5.81 n n ,I i W �©�', - -,„- , II ° , „
<br /> dN ^ Ln v o L=6.46 I 25' II a° I o ° " ©� A=06°3919 L=5.81 ° , " n II n n �� I N47 23 18 A(RI )
<br /> Z N58 14 06 E(R�v C'3 , A=14 39 31 L=12.79' `� �I a o .:-" 0 10) SEE SHEET 2 FOR BASIS OF BEARINGS AND REFERENCES.
<br /> N8 01L _ � 100.00 I ° "
<br /> �,r I o 3 I A N89 03 43 W 109.92 " I �' A=12 15 26 L=10.70'
<br /> `� N86°02'51 E N89°03'43"W 109.25' '"' N56°21'32 W R N86°44 4$ W 111,05 SIH n 0 11) LOT LINES WITH WITNESS CORNERS ARE DIMENSIONED FROM LOT CORNER TO LOT CORNER
<br /> '° N86044)48"W 111.13
<br /> N86°02'51 E 99.77 w w I �I� ° --r,- N N68°2LX1-SECR� �--� 0 30 60' 120'
<br /> 0 o I I 05°47'34 SEE o A=3242'1° 1"L=28..54 � A=32 4211 L=28.54 w ° •-:I� �N59°38'44 W R
<br /> I- u> of co 00_ ° �., A=24 41 59 L=21.55 ° LEGEND
<br /> ;n 6= N 21 �, co r- 20 N00 56 17 E 25 .- W 25 SEE NOTE 8 14 °� 25 p 25 4=27 06 04 L=23.65
<br /> L=9.10 I o - I !�l NOTE 8 , ^ ' - N
<br /> rri'� I`' 24.50 `-� wl �,�-- 24.40 ° , " 13 SEE NOTE 8
<br /> N =7' p � 116 �+ N i 10' PUE "'o SEE ?--I N00°56'17"E A=00 10 19 0 ° „ wIU 106 PUE °o �,
<br /> I rn ti z NOTE 8 - l L=11.06 o NO3 15 12 E 27.84- fvl --rNO3 15 12 E 27.74'7 °° o FOUND SECTION CORNER, AS DESCRIBED
<br /> Z r- N86°02'51"E z v6. • - 88.40 -- - -- - -' - 25' � p 25' \--�`-1 L PUE- - - z_ _NO2°35 42'E(R) 25, ;n NO3°4 ' SEE 6 --�- FOUND 3/4" IRON PIN W/CAP, LS 7520 PER (R-1) OR AS NOTED
<br /> UJ
<br /> Ln I 91.09' I 98.67 g,l 89°08'11"W 93.66' A=01°33'34" L=100.32'' ; �j 25 6 20 E(R LO
<br /> z � 5
<br /> - - - NOTE 8
<br /> _=.r • °� 1.14' '� , `'Qo,, N89°08'11"W 187.07' 18 37' zl ° " _ R-3686' =0i°43'53 L=1 1.38' I A=D1°34'32" L=1"` - 10 PUE 4 FOUND 3/4" IRON PIN W/CAP LS 7520 PER (R-4)
<br /> z M _ ° !y o " ° N44 05 57 W 18.40 ,�, - ° ,I , I 01.36' _ --�o--- SET 3/4" X 30" IRON PIN STAMPED P.L.S. 5412
<br /> zo 0� C) 37 25 20 --J'' Q _ N89 08 11 W 259.95 M-M N45 54 03 E �@N89008'11 " �r N47 55 27 E 18.28 N41°29'14"W R=3fi86' - ° „ ' --- IN MONUMENT WELL PER CITY DWG. NO. 122
<br /> z Z L=39.19 \ joy° (93.24'} - -I - - - - - - 1 W 131.71' M-M -- 661 L1=02°19'09" L=148.19' M-M o@ 18.30' Q�04 01 33 L=258.99' - FD. N.G.S. BRASS DISK IN CONCRETE CYLINDER
<br /> V) 115 �� s9s 13 7,25„t` N 0.87' C R=3661'A=06°56'04" L=443.09 (TOTAL - ° =3661 A_04°04'49" L= 4- ® "
<br /> i ,I 1 o4 N8U°5 r N89008'11 W 298.42' CYPRESS RUN DRIVE `� 9 NO3 10 58_E(R) - - 26_1 M-M 07 00°32'02" --0- SET 3/4 X IT IRON PIPE TAGGED P.L.S. 5412
<br /> R=3636 Q=pS°40'19" `� L=359.94' N06°32'pg" oR'3661' SET 3/4" X 18" IRON PIPE TAGGED P.L.S. 5412'
<br /> �$-S'��1S ��� r =109 g$ 4 361�g_ 50.00 - - - - 50_00 -50.00 - 50.00 47_55 Di00°48 3 _A=00°48'36 A=00°48'37" _ -- _ JR ��, ::3-4 -'V'- _ TED
<br /> P - - - _ _ _ _ AT ALL REAR LOT CORNERS UNLESS OTHERWISE NO
<br /> ,�/ L=51.42' L=51.40 - A-00°48'37" A� a 20
<br /> R=90' 10' PUE 10 PUE A=00°02'21" L=51.42' _ 00°48'36" A=00°48'3746'lM- D- ANGLE POINT
<br /> �n L=51.42 _ 8 v: �7�I M
<br /> A-09 54 24 L=51.40'
<br /> Q h oo N - ° w w w w �, L=2.49 cc J L=51.42' L=48.97 0 �''° BNDY. BOUNDARY
<br /> o ^ o "� w L=15.56' w o °' 'n - <n a, �' w cr r s o
<br /> r o o d o © o w cr O � o �A o' _ (R) RADIAL BEARING
<br /> I 114 EXISTING _ 111 110 0 109 0 108 0 107 0 106 0 105 r► 0 104 o 0 o w �, �`"
<br /> 42, CD
<br /> RESTRICTED _�� o a �; rn ¢ 112 =r oo 0 0 0 0 a o o o o a o 0 103 0 0 102 o ;o 0 0o PUE �' `a�4 �Qcr�
<br /> 0 101 0 - r: Y r M-
<br /> CD MONUMENT TO MONUMENT DISTANCE
<br /> 40' i PER (RACCES 4�) 113 o rn o z o A=00°02'21"0 0 0 ° � o "' o rn w o cr o
<br /> Z L-2.42' Z N _ o d o ° o o 99 w o W M-PL MONUMENT TO PROPERLY LINE
<br /> L=50.01' L=49.99' z L=50.00' , o o o U-) 4 :* CJ u; Q P.U.E. PUBLIC UTILITY EASEMENT
<br /> I 59.18 79.46 52.00 50.00' 50.00' 50.00' 50.00' 50.00' -47.55' =00°48'3?" A=00°48'36" A=00°48'37" L=50.00 Z L=49.99'z z o 'CC � `�' W.L.E. WATERLINE EASEMENT
<br /> y�o'��0>• A=00°48'37" A=00°48 3 0
<br /> L=50.01' o WI W.C. WITNESS CORNER
<br /> p
<br /> N89008'11 W 488.19' [488.18' (R-4)] 6„ A-00°48'37 a 1 _ 2 36' o
<br /> %y 3' W.C. (TYP. LOTS 99-114) R=3536' A_05a29'50" L=339 26' L01-48' z, 36 19 97 S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> L=394.94 16 l_ O.R. OFFICIAL RECORDS
<br /> N06°21'39"-E}� `l 11.J6'
<br /> 2 0 - - _ _ _ _ _ N89008'1 1"W 545.69' M-M _ - _ - _ _ _O_ _ - - _ R=3536' A=09°080 7"2 L 564.64' (TOTAL) �-)i/ R.S. RECORD OF SURVEY, S.J.C.R.
<br /> 61.42' BNDY.-M - _ [-(R-1)] RECORD DATA & REFERENCE
<br /> " _ _ - ___ -N51°48'43'8.06' 4 C 6z:00054#08"
<br /> I.N. INSTRUMENT NUMBER, S.J.C.R.
<br /> WHISTLER WAY R=3500 356 23 58 L=390.92' M_M ____ _
<br /> ,� 68
<br /> -- ' -- L=55.68f -`0 P.M. PARCEL MAP S.J.C.R.
<br /> - -- +- --
<br /> N89008'1 1"W 478.75' BNDY. `'-'--__ __ __..�_.__ _.�______-- --_ A=o0°54'08" - M.&P. MAPS & PLATS, S.J.C.R.
<br /> w -- N43027'1 9"E 29.44' BNDY. [29.45' (R-4)] CIT`! LIMIT LINE R=3464.' v 4-09008�57n - ---_._„„�,�-` n �,U_1M RELINQUISHMENT OF ACCESS RIGHTS PER 22 P.M 62
<br /> r " EES I G..-INAT E D R E MA I N b r✓R BOOK 2 B P.M. 6 2 L=553,14' BNDY.""` -®_„,�. xxxxzxxxx>ac RESTRICTED ACCESS PER THIS MAP
<br /> I a, N86°02 51 E 42.00' BNDY. [S86102'4TW (R-4)] --__..-.-- BOUNDARY LINE
<br /> LOT LINE
<br /> COORDINATE LIST, CENTERLINE MONUMENTS _ - ,
<br /> SW-CORNER, SECTION 4 CALIFORNIA COORDINATE SYSTEM, 83, ZONE 3
<br /> � I o MONUMENT LINE
<br /> FOUND 2 1/2" BRASS DISK MARKED "CITY OF STOCKTON POINT NORTHING EASTING POINT NORTHING EASTING POINT NORTHING EASTING POINT NORTHING EASTING ---'- EASEMENT LINE
<br /> Io 1 N-8 RCE 8189" IN MONUMENT WELL PER 28 RS 58 1 2205855.032 6321912.097 7 2205301.299 6322914.576 11 2205451.920 6322662.240 15 2205719.281 6322633.030 - - - - SECTION LINE
<br /> SEC.5 _ Z _ _ SEC.4 2 2205177.523 6321958.909 8 2205325.026 6322655.012 12 2205456.179 6322377.277 16 2205714.060 6322721.272
<br /> - - 3 2205169.299 6322504.507 9 2205330.257 6322506.936 13 2205336.160 6322115.341 17 2205699.831 6322858.509AOL m1mummps
<br /> SEC.8 SEC.9 4 2205141.615 6322894.221 10 2205332.242 6322375.248 14 2205727.386 6322088.310 Aamy AOLMimi a
<br /> 6 2205296.$15 6322948.473 CIVIL ENGINEERING*LAND PLANNINGeLAND SURVEYING
<br /> r 51428 FRANKLIN DR., PLEASANTON, CA. 94588 (925) 225-0690
<br /> 8-06-2002 14:03:48 lil h P: 1920 FM FM03.dw (D,D, SHEET N❑, 29B) SHEET 3 OF 5 19207-01
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